Issue |
MATEC Web Conf.
Volume 230, 2018
7th International Scientific Conference “Reliability and Durability of Railway Transport Engineering Structures and Buildings” (Transbud-2018)
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Article Number | 01015 | |
Number of page(s) | 6 | |
Section | Railways, Subways and Industrial Transport | |
DOI | https://doi.org/10.1051/matecconf/201823001015 | |
Published online | 16 November 2018 |
Formation of the stress-strain state of rail bars during welding with preliminary vertical bending
1
Ukrainian State University of Railway Transport, Feuerbach sq., 7, Kharkov, Ukraine, 61050
2
National Academy of National Guard of Ukraine, Zakhysnykiv Ukrainy sq., 3, Kharkiv, Ukraine, 61001
* Corresponding author: dek_str@ukr.net
The article defines the parameters and working conditions for the final restoration of the integrity of the rail beams of a continuous gauge rail by electrocontact welding, as well as when welding rails with each other when they are elongated in the field by the method of preliminary bending. This involves the process of welding rails at temperatures above the temperature of their fixation. In this connection, an appropriate calculation scheme has been considered in relation to which the necessary parameters have been determined to ensure the conditions for straightening the residual curvature and, as a consequence, the formations of the corresponding stress state. To ensure the self-straightening conditions, the resulting formula for determining the residual bending arrow, the elimination of which under the influence of its own weight leads to the appearance of compressive stresses in the weld zone. In addition, a formula has been derived for determining the compressive stresses in the weld zone arising in the rail after the elimination of residual curvature. This means that when performing welding operations without forced straightening of the rails, you can restore not only their integrity, or weld them together. Thereby form a corresponding temperature-stress state.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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